scispace - formally typeset
Journal ArticleDOI

Decision Support Models for Asset Management of Low-Volume Roads

Reads0
Chats0
TLDR
In this article, the authors developed performance prediction models to predict the performance of typical low-volume rural roads constructed under the rural road development programs in India, and quantified the effect of the timing of maintenance on agency costs and vehicle operation costs.
Abstract
Pavement maintenance decisions are based on skimpy rules and rules of thumb. Generally, the selection of roads for maintenance is based on a worst-first policy. The timing of maintenance intervention and standards adopted for maintenance govern the service life of the pavement. The rate of pavement deterioration depends on the timing of maintenance intervention, choice of the type of maintenance treatment, and the quality of the construction. In the present investigation, the periodic performance data of typical low-volume rural roads constructed under the rural road development programs in India are considered. Performance prediction models are developed. The models are used to predict the performance during the design life. Different maintenance interventions are considered at different pavement conditions. The effect of the timing of maintenance on agency costs and vehicle operation costs is quantified and presented.

read more

Citations
More filters

Pavement Management System

TL;DR: In this paper, a pavement management system (PMS) is applied to the road network in Slovenia, based on pavement characteristic data and pavement deterioration models, and several maintenance strategies for the analysis period (15 years).
Journal ArticleDOI

Decision Support System for the Maintenance Management of Road Network Considering Multi-Criteria

TL;DR: A framework for optimal maintenance decisions by multi-objective approach is formulated for a road network by considering functional condition of the pavement quantified in terms of roughness and structural condition quantifiedIn terms of rebound deflection.
Journal ArticleDOI

Tight Budgets and Roadway Maintenance: The Need for Further Study of the Conversion/Reconversion Scenario for Low-Volume Roadways

TL;DR: In this paper, the authors present a description of the current issues facing road managers regarding the surface-type conversion of low-volume roads for cost savings, and acknowledge gaps in the current research, and lays out what information is needed for further studies.
References
More filters
Journal ArticleDOI

Life-Cycle Evaluation of Flexible Pavement Preventive Maintenance

TL;DR: In this article, the authors investigated the cost effectiveness of various levels of life-cycle preventive maintenance (PM) for three asphaltic concrete pavement functional class families and developed a statistical model to describe the relationship between PM effort and its efficacy in extending pavement life, per unit cost.

Pavement Management System

TL;DR: In this paper, a pavement management system (PMS) is applied to the road network in Slovenia, based on pavement characteristic data and pavement deterioration models, and several maintenance strategies for the analysis period (15 years).
Journal ArticleDOI

Structural performance of inservice flexible pavements

TL;DR: In this paper, the data collected under the R-6 research project of the Ministry of Surface Transport, India, has been used to develop prediction models and growth curves for rebound deflection, rut depth, and crack area of pavements considering two types of surfacing: BM (bituminous macadam) + PC (premix carpet) and BM + AC (asphaltic concrete), commonly practiced in India.
Journal ArticleDOI

Sensitivity of Design Parameters on Optimal Pavement Maintenance Decisions at the Project Level

TL;DR: In this article, a project-level pavement management problem is analyzed, and the robustness of the optimal solution to the interventions and the timing, cost, and benefit are investigated, where the input parameters, which affect the optimal maintenance solution, are identified as the structural and functional condition parameters (defined in terms of deflection and roughness, respectively, at the beginning of the analysis period), traffic volume, growth rate, and discount rate.